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HomeMy WebLinkAbout1582-1C2 • �P� ti Qv HIGHLAND 4Q�y/� �a A VENUE 115 z' > oI I M w 4 ``OBJ P I; / f w z SOUTHERN A C�1C'/C / j w 'T \ / Q a ��BA SE LINE AVENUE Xs /OUTH CJ /TAG E C%R r, z MILLER AVENUE LOCATION,,., _'�IN 90 FOOTHILLz BOULEVARD F- to a Y w w 2 HIGHWAY s AR ROW / LOCATION MAP NT5. /YDTE SEE Sfi'EET Iva //l/OEX 119,4/' �/N/5// SU�PFfiCE OF 56MER I I I I / /8 yTEEL PLATE \ \ -.SMODT9 ON \ / ONE S/OE y -,"5-r 1 .SEAQ W//1/D,C'T,IRP .48 �� �, D. MANHOLE DETA/G N.T. 5. FOR /N/7/41- /NSTAL.L A?!ON I SEL EcTzp "/r/j/z- BEOD/NG t .: CO/1/I PACTEO TO 90% y �' W t 4 TYP�CA ,� E�oi1V6 FOR 8; i0 OR �4? .4' v c. P LESS' Tf-I.4N /O' DEEP /V O SIAL E i I/ A,1 / A / -501z- 11,11k141r. CO/IiIPACTEO TO 90% ^•i `• w /4 TO 14 � O ROCK REDO//1/G / � 7-YR/CAL BEDD//VG FOR 8 /D '' Q)Q /D' DEEP o� DEEPEN NO 5CAL. E VILLAGE OF HERITAGE BACKBONE SEWER FOR ' EAST VILLAGE TRACT 13000-3 IN THE SYSTEM CITY OF FONTANA COUNTY OF SAN BERNARDINO CONSTRUCTION NOTES AND QUANTITIES - C/5E /1/%AN//OL E DETA/L Dr1/ T/!/✓ 5f/EET �O�P ,9LL jYi�i/1�yOL.�S, M,51VA-L G,QAO/A67 /S CDrY/PLE'TEO T�E C7aA171f'�CTW19 T1, ,C,51W07V,5,0LyTE 41VP COUIL-LE"TE 77-1,5/YIgN//OLE /'ESP 57'0 I�T�l/L 5 /04 //2. N t/Elir ZDpE' r-- — — — — -+- -rA f'O vlP UND/S rZIR B EO -4: NI/N EARTh� . ' .�• � • e 5 BARS rE, Pte!/iV,4TE I , 3 OF CO/VC. 7 Z„ � A'I/N G sec r 1a1v c - c CASA' --/1- 3„ 6" 6 3 " ( 3 rrP NO. 4 T/E ,BAR 6 RCLASS A CONC�PETE �3000Ps c J � rio�v A -A UNOE,PG.POUND /� „� .SEC ST,PUCTU.PE TiPENCh� NOTES (CASE 1): 1. WHpR�� C1aF'ARANCE BETWEEN BOTTOM OF PRECAST PIPE STORM DRAIN AND TOPBOE SANITARY SEWER IS LESS THAN 611,/CA�E 1 APPLIES. 2. SANITARY SEWER SHALL BE DUCTILE IRON PIPE. CLASS' 50 (MIN.), EPDXY LINED IN CONFORMANCE WITH ASTM A 746 AND POLYETHYLENE WRAPPED IN CONFORMANCE WITH AWWA 0105. 3. EXTEND BOTH ENDS OF CRADLE OR ENCASEMENT TO A POINT ONE INCH SHORT OF FIRST PIPE JOINT BEYOND LOCATIONS SPECIFI.n ON PLAN. GENERAL NOTES ALL kWRK SHA C L BE ,00/V.E A CCOADA NCE Wl rH THE54 PLANS AIV O THE C17 Y OF FOeVTA "A PUBL/C WO,Q/C5 0, RA,9TAjE1V7- 57ANDARO SPEC/F/CAT/ONS DATED 1.5179. 2. CONSTR elC71c)v '>,e"I rS aq G L /3E O,BT,4//VE o f eo" THE FO/vTA /S/A PU.BG /C WofZ,eS OEPARr"ENT PRbR ro rHE START of ANY 110R,< LV/rhVIN THE C /T Y I-IM/TS. 3. TERMINATE ALL 4 ht%USE SeW4:9 LATEKALS A7- LOT W /Th/ A PL UG . 4. ADCQL/ATE STA,CES 5h'r4/l Be SFT gY T/ -1E &A G!/v67E/z To ENA,84E Tf/E CDNTieA C TO,E TO C0N✓TiCUC T THE lifirJrAZK TO 7-1-16 PLAN GAA0E6 5 ALL P1P6a�VES OR 5(169T9,11C7Z1XE6 Or ANY fC/ND AND A1-6 riF&FeNONE CP< POI�/E'R POI -69 , WA TER METE,2S, VAI- YES, HXORA/✓T5, /RR/GA rIOAl ErC. SHOkVN OR NOT SHOWN ON TH/5 PLAN AND LOCATED W17H//1/ ARES TO BF A Nt0 /LATER FEA�/1VG W17-1-1 CONS Tib UC7�/O/U SHAG 1- BE REGOCA TEC7 e Y orhl ESS . !T shAu- ee Th/E CONT,�A G TQ,e5 ieE�P�i�✓S/,B/L/TY rO li,07-11'Y ALL AGEA./C/ES C044C E,eiYET e61 -`ORF G�/1/STRUCT/OI+/ BEGINS. G. ~A5 644147' `Z-A1V,5 SHALL $E PRO!//oEO TO rH6- C/T Y 6Y THE G�NTRACTox 7 ALG 4 " HOUSE gerWe:R LATERALS ShA' 4L 0e /N.STAL L EO OA/ A 2% M1,V14?Z11W GRADE UNLESS 07H- CX W/sE APPROk/ED $ Y THE C/TY 8 56WCR CO/,i rRACTOR 61IA6G CHISEL X /N ''1-10F CU/Xe AT THE l G-CAT/vA1 OF ALL /_A7-,ERAL5. 9. MANHOLE FXANJES A/VO COVERS TD ee CONSTif'UGTED B Y rHE SEGYE/e CONT,eACT6�< ",EiELDLc✓ F//V/SHE'D SURFACE 6Ri406 ANO UpoN COMPG ET/ON Of- PA V/N6 , THE PAVING Q -21W -A G TOA SHALL RAI -48 SAME Td F/NI.51VED GRAG'E. /O ACL STAT/ON/NG REFE95 TO CENTEA L /NE Of S Etit/E!Z . //. ENe5v%D-z"/ 51/F/LL cf/�cK OUT -BU/ZT "�`igitl ,B�'�Dr�E C/T�' i9C'cE�TRi�/CE off' Tf/E' .s�"Gj�E,� SYSTE/Yl. 12. PRECAST MANHOLE SHALL CONFORM TO THE REQUIREMENTS,. OF'A!S!T'Mt C478 AND BE DESIGNED FOR A ASHTO H-20 LOADING. PRIM TO CM571iPL/CT/O1lV ac • T#Z TES, 7/!E 02A/T,PACTO�C 5///%LL zeXVW 5 74ME E5'/.ST/NG &147,6 EP S�✓1/�i� .4/�I�/Or� ✓`- TO�P/YI 4hV LOOT/O/1/. �/'piQo!/�L BY Tf�/E C/Tye O��D/1/TA�I/A D� �iQOr�l�9EO �D/I//I/ECT/ON TO A CITY QAC/L/Ty ODES NOT !IWPZ Y 19P11C7i 4V14L Off" iyE' CDrQif�ECTit%SS DF' 77712 ' DiV 7-/ , 1,�Z,4N,5.. t PRIVATE ENGINEER'S NOTICE TO CONTRACTOR Th'E E,r/SlENCEANp IOCAT/OrV O"Nv LU�QE�G,PDUNO U1/L/Ti'P/PES' U�P,S'TiP1/CT!/�ES Sf/D/YN ON 7A0YPL,41VX Mllel' D91-,4/NED Bj'A .SEA/PC� Of Tf/E.4/�,4/CABLE 1PfCDS'. Tis/E,Sf SOC.4T/Qf/SiI/Pf�U�/FJ�4Tf�4NO 5.�,�LL BECL?Nf/�.f1EDBl'Tf(ECCth TTi'ACTD� SO T�G4T.4N1'NECESSAiPJ'AQ!!/.5'Til1ENT .,.4N�E,!'I,�LlE//f/�!/G/f/SEI{�Ti4iYO�D�PG�P,4QcOfTfi'f/�.�/a1f'/�Olf�!'%ff�T TiyE'Cl.�!'TiF.�'TUr� /S / FOZII Fig Tb TAfEDUE P.s'EC4UT/OrV•I I' NFISU�F�' TO P�TfCl,�W!' Lp/L/T/�,l/Af6' 511,0 rNAN0 ",y gZA0R ZIA" NOT aV RECORD 0, NOT S/,rOWiV ON THESE RZ0ov-- C4iVTiPACTO/Q AGREES T/1.4T f/E Srf�,lL! .4S�lulf SYYf .4�/O CD.f�LfTf 1PESPD�VS/B/UTI' FDrQ ./OB S/7E LDNO/T/pNS DUAP/N6' TiyE CDU,PSE Of T,y/S P•QO✓fL'T 0".1L AbP5 WX AND RROPfi7TI; rh.147 7WIP REpU/R'drAf v'r 511, 4a APPLY eM r1N!/OSLY,IND NOT �E"!/,�f/TED TO ND�P�YIi4l if�Or�}f�/NB /OURS, AMO 7-1/iIT T!4C 42W7,of'A 7,01? S1V1&1 DEPEND, /N,0ZW1Y Zv ",,0 HOLD 711E OWN2rR ,I W,4AV AZC FDll L/.48/UTA' .41r/S'/NG f�POr17 71/EOf ,WZON�Nf�P OR Tis'E FLAG'/N � UTIUTY NOTIFICATIONS. WATER % Cvc.4looNGA cozlNTY `YArER O/srR/CT Z. NOTES (CASE 2) : ' �JO/t/ST. 98 " �i4EG4S T CO/!/C. �ttA/Yfi'OL E �Ef� STD. -741 -5- /09 I /2 EA. ,pro O CO/j/,ST. 60 "�iQECi9ST COil/C. �/.9i1/f/OLE �E� OETf//L O/l/ S yT. aF UNDERGROUND PIPE OR STRUCTURE AND TOP Ems. J 8353 S/ERRA ,4f�ENUE FONTANA, CA. 92335 APPLIES • 2. APPLY FORM OIL, THIN PLASTIC SHEET, OR OTHER ACCEPTABLE MATERIAL TO EXTRA Pow6W SOl/TZ/ERAI C,41 -/F. EO/SON c0MR,4NY STRENGTH V.C.P. TO PREVENT BOND 101.0. Box 788 O //USTALL �« STOf'�Ef� rL'E�/E/YT,EO //1/� � � 3. NOTE 3 FROM CASE 1 APPLIES. GAS: SO u rHE RN c4L /F. GAS cOIMIIWNY ti 162731 V.,41-4,EX BL YO. © CO/1/ST. Q " EXTi4,q S TiQE/!/GTf1' 6! f? fj'OU.SE" LATERAL GI//T�' L.F -J - OO��A/ C!/T E'X/S 7' 1f1,9/J//1/EL CO/l/STi?UCT CD/!/C. E�l/CASE/17E/!/T �Ef� O ET,9/L oN ,SHEET L.F /1/O I� C.95E 2 flif/O .�EC'O�l/STR//Ci' Cf/A/1//I/EL .4E'!/ET�1E/Y7.S OA�/A GEO 2$ 2 OUF�/�YG TiS�E CO/!/•.S'Ti5'l/CT/O/T! O�Oy.� T CO/1/C. • E/l/C�SE�9E/I/T �E� ��'T9/L O/l/.Sf/EET/Yo. ! �C�.S"E" 2� / f `3 ¢ Q /N9t,4LL /g �x ���'� �/AC,�,E'D STEEL: C�.S/NG P/�E PER PETfI/L ON 6HE�T 2190 C/5E /1/%AN//OL E DETA/L Dr1/ T/!/✓ 5f/EET �O�P ,9LL jYi�i/1�yOL.�S, M,51VA-L G,QAO/A67 /S CDrY/PLE'TEO T�E C7aA171f'�CTW19 T1, ,C,51W07V,5,0LyTE 41VP COUIL-LE"TE 77-1,5/YIgN//OLE /'ESP 57'0 I�T�l/L 5 /04 //2. N t/Elir ZDpE' r-- — — — — -+- -rA f'O vlP UND/S rZIR B EO -4: NI/N EARTh� . ' .�• � • e 5 BARS rE, Pte!/iV,4TE I , 3 OF CO/VC. 7 Z„ � A'I/N G sec r 1a1v c - c CASA' --/1- 3„ 6" 6 3 " ( 3 rrP NO. 4 T/E ,BAR 6 RCLASS A CONC�PETE �3000Ps c J � rio�v A -A UNOE,PG.POUND /� „� .SEC ST,PUCTU.PE TiPENCh� NOTES (CASE 1): 1. WHpR�� C1aF'ARANCE BETWEEN BOTTOM OF PRECAST PIPE STORM DRAIN AND TOPBOE SANITARY SEWER IS LESS THAN 611,/CA�E 1 APPLIES. 2. SANITARY SEWER SHALL BE DUCTILE IRON PIPE. CLASS' 50 (MIN.), EPDXY LINED IN CONFORMANCE WITH ASTM A 746 AND POLYETHYLENE WRAPPED IN CONFORMANCE WITH AWWA 0105. 3. EXTEND BOTH ENDS OF CRADLE OR ENCASEMENT TO A POINT ONE INCH SHORT OF FIRST PIPE JOINT BEYOND LOCATIONS SPECIFI.n ON PLAN. GENERAL NOTES ALL kWRK SHA C L BE ,00/V.E A CCOADA NCE Wl rH THE54 PLANS AIV O THE C17 Y OF FOeVTA "A PUBL/C WO,Q/C5 0, RA,9TAjE1V7- 57ANDARO SPEC/F/CAT/ONS DATED 1.5179. 2. CONSTR elC71c)v '>,e"I rS aq G L /3E O,BT,4//VE o f eo" THE FO/vTA /S/A PU.BG /C WofZ,eS OEPARr"ENT PRbR ro rHE START of ANY 110R,< LV/rhVIN THE C /T Y I-IM/TS. 3. TERMINATE ALL 4 ht%USE SeW4:9 LATEKALS A7- LOT W /Th/ A PL UG . 4. ADCQL/ATE STA,CES 5h'r4/l Be SFT gY T/ -1E &A G!/v67E/z To ENA,84E Tf/E CDNTieA C TO,E TO C0N✓TiCUC T THE lifirJrAZK TO 7-1-16 PLAN GAA0E6 5 ALL P1P6a�VES OR 5(169T9,11C7Z1XE6 Or ANY fC/ND AND A1-6 riF&FeNONE CP< POI�/E'R POI -69 , WA TER METE,2S, VAI- YES, HXORA/✓T5, /RR/GA rIOAl ErC. SHOkVN OR NOT SHOWN ON TH/5 PLAN AND LOCATED W17H//1/ ARES TO BF A Nt0 /LATER FEA�/1VG W17-1-1 CONS Tib UC7�/O/U SHAG 1- BE REGOCA TEC7 e Y orhl ESS . !T shAu- ee Th/E CONT,�A G TQ,e5 ieE�P�i�✓S/,B/L/TY rO li,07-11'Y ALL AGEA./C/ES C044C E,eiYET e61 -`ORF G�/1/STRUCT/OI+/ BEGINS. G. ~A5 644147' `Z-A1V,5 SHALL $E PRO!//oEO TO rH6- C/T Y 6Y THE G�NTRACTox 7 ALG 4 " HOUSE gerWe:R LATERALS ShA' 4L 0e /N.STAL L EO OA/ A 2% M1,V14?Z11W GRADE UNLESS 07H- CX W/sE APPROk/ED $ Y THE C/TY 8 56WCR CO/,i rRACTOR 61IA6G CHISEL X /N ''1-10F CU/Xe AT THE l G-CAT/vA1 OF ALL /_A7-,ERAL5. 9. MANHOLE FXANJES A/VO COVERS TD ee CONSTif'UGTED B Y rHE SEGYE/e CONT,eACT6�< ",EiELDLc✓ F//V/SHE'D SURFACE 6Ri406 ANO UpoN COMPG ET/ON Of- PA V/N6 , THE PAVING Q -21W -A G TOA SHALL RAI -48 SAME Td F/NI.51VED GRAG'E. /O ACL STAT/ON/NG REFE95 TO CENTEA L /NE Of S Etit/E!Z . //. ENe5v%D-z"/ 51/F/LL cf/�cK OUT -BU/ZT "�`igitl ,B�'�Dr�E C/T�' i9C'cE�TRi�/CE off' Tf/E' .s�"Gj�E,� SYSTE/Yl. 12. PRECAST MANHOLE SHALL CONFORM TO THE REQUIREMENTS,. OF'A!S!T'Mt C478 AND BE DESIGNED FOR A ASHTO H-20 LOADING. PRIM TO CM571iPL/CT/O1lV ac • T#Z TES, 7/!E 02A/T,PACTO�C 5///%LL zeXVW 5 74ME E5'/.ST/NG &147,6 EP S�✓1/�i� .4/�I�/Or� ✓`- TO�P/YI 4hV LOOT/O/1/. �/'piQo!/�L BY Tf�/E C/Tye O��D/1/TA�I/A D� �iQOr�l�9EO �D/I//I/ECT/ON TO A CITY QAC/L/Ty ODES NOT !IWPZ Y 19P11C7i 4V14L Off" iyE' CDrQif�ECTit%SS DF' 77712 ' DiV 7-/ , 1,�Z,4N,5.. t PRIVATE ENGINEER'S NOTICE TO CONTRACTOR Th'E E,r/SlENCEANp IOCAT/OrV O"Nv LU�QE�G,PDUNO U1/L/Ti'P/PES' U�P,S'TiP1/CT!/�ES Sf/D/YN ON 7A0YPL,41VX Mllel' D91-,4/NED Bj'A .SEA/PC� Of Tf/E.4/�,4/CABLE 1PfCDS'. Tis/E,Sf SOC.4T/Qf/SiI/Pf�U�/FJ�4Tf�4NO 5.�,�LL BECL?Nf/�.f1EDBl'Tf(ECCth TTi'ACTD� SO T�G4T.4N1'NECESSAiPJ'AQ!!/.5'Til1ENT .,.4N�E,!'I,�LlE//f/�!/G/f/SEI{�Ti4iYO�D�PG�P,4QcOfTfi'f/�.�/a1f'/�Olf�!'%ff�T TiyE'Cl.�!'TiF.�'TUr� /S / FOZII Fig Tb TAfEDUE P.s'EC4UT/OrV•I I' NFISU�F�' TO P�TfCl,�W!' Lp/L/T/�,l/Af6' 511,0 rNAN0 ",y gZA0R ZIA" NOT aV RECORD 0, NOT S/,rOWiV ON THESE RZ0ov-- C4iVTiPACTO/Q AGREES T/1.4T f/E Srf�,lL! .4S�lulf SYYf .4�/O CD.f�LfTf 1PESPD�VS/B/UTI' FDrQ ./OB S/7E LDNO/T/pNS DUAP/N6' TiyE CDU,PSE Of T,y/S P•QO✓fL'T 0".1L AbP5 WX AND RROPfi7TI; rh.147 7WIP REpU/R'drAf v'r 511, 4a APPLY eM r1N!/OSLY,IND NOT �E"!/,�f/TED TO ND�P�YIi4l if�Or�}f�/NB /OURS, AMO 7-1/iIT T!4C 42W7,of'A 7,01? S1V1&1 DEPEND, /N,0ZW1Y Zv ",,0 HOLD 711E OWN2rR ,I W,4AV AZC FDll L/.48/UTA' .41r/S'/NG f�POr17 71/EOf ,WZON�Nf�P OR Tis'E FLAG'/N � A J �CONC. ENCASEiY/ENT �- NOTE BARS EQUALLYG SP,9CEo CASE 2 FO,P P/PE L.4,PGE.P THAN /S 'jo( STANDARD 1"'iPOTEG'T/ON FOP M...41NZ /NE NO SEAL FONTANA, CA. 92335 /YJ/�. LOU lYESTf%QLL �� � SOUTHERN C,4L /F. GAS CO�YI ,'ANY ,of ESS1p IRAN-51H15S/oN O/1//S/ON tQ �/ QRO SIQ�y� 2/9 / E. B/Rcll STREET R TC� �ti� BR45A, CA. 9z 6 zi t. C/) - TELLPNONE: GENERAL TEL. p//oNE 9000 ,�/EL L /YJAN �l l/ENUE D 2 m 24229 2 RANeWO C064A1901Y6,4, CA. 9/370 52� O 1-61 Exp. .3/31/94 •K e Cr�e CAi.IFa z...y._ C' . t T V BENCHMARK FWE 1 USCGS '& STATION 'PACEL' 1963,90':tEL.Y. OF RAILROAD TRACKS AND 28'±SLY. OF 'CL BASELINE. I. I MI, ELY, OF EAST AVENUE. SAME AS CITY B.M. x'364 ELEVATION 1301.54.' RECORD DRAWING The, information 0n this dray.►ink, is obtained* from ethers and must be verified io the field Icy anyone P; Jnr to ijse or construction. FIALI_ FOREMAM, IiK. is not resoonsihie for underp,reijod f eilib/ Ic)catin'�. ,r rte;►+Ction;. All above ground facilities ,can be readily seu-,n and verified by the oarties treat Intend fry wzp C?I1^ UTIUTY NOTIFICATIONS. WATER % Cvc.4looNGA cozlNTY `YArER O/srR/CT 91.;e 61 SAN B 6 eNARD/NO /TOAD NOTES (CASE 2) : CaL-410ON6A, CA. 9/730 (714,) 98 7 - �s9 1. WHERE CLEARANCE BETWEEN BOTTOM OF UNDERGROUND PIPE OR STRUCTURE AND TOP sEwE,P: cirY OF FONTANA OF SEWER IS 6" TO 1811 CASE 2 8353 S/ERRA ,4f�ENUE FONTANA, CA. 92335 APPLIES • 2. APPLY FORM OIL, THIN PLASTIC SHEET, OR OTHER ACCEPTABLE MATERIAL TO EXTRA Pow6W SOl/TZ/ERAI C,41 -/F. EO/SON c0MR,4NY STRENGTH V.C.P. TO PREVENT BOND 101.0. Box 788 30o N, PEPOE'R STREET BETWEENPIPE AND CONCRETE. R/ALTO, CA. 9P 3 76 3. NOTE 3 FROM CASE 1 APPLIES. m,P, 49,411E ._r'oNE5 GAS: SO u rHE RN c4L /F. GAS cOIMIIWNY 162731 V.,41-4,EX BL YO. A J �CONC. ENCASEiY/ENT �- NOTE BARS EQUALLYG SP,9CEo CASE 2 FO,P P/PE L.4,PGE.P THAN /S 'jo( STANDARD 1"'iPOTEG'T/ON FOP M...41NZ /NE NO SEAL FONTANA, CA. 92335 /YJ/�. LOU lYESTf%QLL �� � SOUTHERN C,4L /F. GAS CO�YI ,'ANY ,of ESS1p IRAN-51H15S/oN O/1//S/ON tQ �/ QRO SIQ�y� 2/9 / E. B/Rcll STREET R TC� �ti� BR45A, CA. 9z 6 zi t. C/) - TELLPNONE: GENERAL TEL. p//oNE 9000 ,�/EL L /YJAN �l l/ENUE D 2 m 24229 2 RANeWO C064A1901Y6,4, CA. 9/370 52� O 1-61 Exp. .3/31/94 •K e Cr�e CAi.IFa z...y._ C' . t T V BENCHMARK FWE 1 USCGS '& STATION 'PACEL' 1963,90':tEL.Y. OF RAILROAD TRACKS AND 28'±SLY. OF 'CL BASELINE. I. I MI, ELY, OF EAST AVENUE. SAME AS CITY B.M. x'364 ELEVATION 1301.54.' RECORD DRAWING The, information 0n this dray.►ink, is obtained* from ethers and must be verified io the field Icy anyone P; Jnr to ijse or construction. FIALI_ FOREMAM, IiK. is not resoonsihie for underp,reijod f eilib/ Ic)catin'�. ,r rte;►+Ction;. All above ground facilities ,can be readily seu-,n and verified by the oarties treat Intend fry wzp C?I1^